A hydrogeologist needs to calculate the specific discharge (Darcy flux) through a uniform, saturated sand aquifer.
The hydraulic conductivity (K) is 50 m/day, the hydraulic gradient (i) is 0.002, and the effective porosity (ne) is 0.25.
The cross-sectional area (A) perpendicular to flow is 100 m².
What is the specific discharge (q)?